laporan bulan maret jufmp/jedi 2015 (monthly report march 2015) - power point

Construction Supervision Consultant for Jakarta Urgent Flood Mitigation Project (JUFMP)/ Jakarta Emergency Dredging Initiative (JEDI)

Ministry of Public Works and Housing World Bank

www.jufmp.com 1

Korea Engineering Consultant Corp of Korea,

in association with

PT. Puser Bumi Mekon

PT. Tetira International Consultants

PT. Duta Cipta Mandiri Engineering Consultants



www.jufmp.com 2 Korea Engineering Consultant Corporation (KECC)

1. JUFMP/JEDI General Information 2. Consultant Services 3. Executive Summary 4. Issues 5. Ongoing Construction Packages * Package 1 * Package 2A * Package 2B * Package 3 * Package 5 6. Photo Gallery

Table of Contents

Project Information

Project Name : JUFMP/JEDI

Loan Agreement : 8121 ID

Date of Loan Sign : February 17, 2012

Effective Date : August 8, 2012

Closing Date : March 31, 2017

Loan Amount : USD 139,640,000

Executing Agency : 1. Directorate General Water Resources, MoPW 2. Directorate General Cipta Karya, MoPW 3. Provincial Government of DKI Jaya




1. Reduce the frequency and extend of flooding in Jakarta through dredging,

and rehabilitation and construction of embankment of key waterways and

flood retention basins;

2. Establishing institutional coordination between, and strengthening their

capacity of the three responsible agencies, to improve the operations,

maintenance and management of Jakarta’s flood management system.

The project is intended to reduce the economic and social cost of flooding by

partially restoring the capacity of the city’s flood control system to its original

design level.

Project Component

1. Dredging and rehabilitation of selected floodways, canals and retention

basins: USD 176.1 million

2. Technical assistance for project management, social safeguards, and capacity

building: USD 13.4 million

Project Development Objective (PDO)




Project Organization




Project Location




Construction Supervision Consultant (CSC) for JUFMP/JEDI

Project Name : Construction Supervision Consultant for JUFMP{/JEDI

Source of Fund : World Bank

Addendum No.1 : 1,784,300 USD + 38,494,770,000 IDR

Contract Amount : 2,072,400 USD + 38,153,170,999 IDR

Engineer : Directorate of River and Coastal, Directorate General Water Resources, Ministry of Public Work and Housing

Contractor : Korea Engineering Consultants Corporation with PT. Puser Bumi Mekon joint venture and sub consultancy PT. Tetira International Consultant and PT. Duta Cipta Mandiri Engineering Consultant

Contract No. : 06/KTR/PPK-Ad-Satker/X/2013 September 11, 2013

Notice to Proceed : HI.0102-Ad/496 October 18, 2013

Time Period : 40.5 months Add No.1, originally 60 months




Outline of Consultant Services

The main services of the Consultant for JUFMP/JEDI are: • Supervision of Dredging Work and Construction/Rehabilitation

of Embankment • Quality Assurances and Quality Control • Assist in Implementation of Environmental Management

(RKL/RPL) • Assist in Implementation of Resettlement Plans (RPs) • Implementation of Grievance Redress System (GRS) and

Complaint Handling • Monitoring, Reporting and Recording • Assist CPMU, CPIU and PIUs in Project Management




Executive Summary

Figure 1. Budget Allocation for Component 1of JUFMP (in million USD)




103.5

58%

53.0

30% 22.3

12%

Total Budget 178.7

Prov Gov of DKI (37%) + IBRD (67%)

DG Water Resources (20%) + IBRD (80%)

DG Cipta Karya (20%) + IBRD (80%)

Executive Summary

Table 1. Budget Allocation for Component 1 by Packages




Executing Agencies/ Packages Budget (Loan +

APBN/D) Loan Allocation

APBD/N

Sharing USD USD USD

1 4 = 2 + 3 2 3

DKI Jakarta 103,492,537 69,340,000 34,152,537

Package 1 36,716,418 24,600,000 12,116,418

Package 4 47,014,925 31,500,000 15,514,925

Package 7 19,761,194 13,240,000 6,521,194

DGWR 53,000,000 42,400,000 10,600,000

Package 2A 31,000,000 24,800,000 6,200,000

Package 2B 8,125,000 6,500,000 1,625,000

Package 6 13,875,000 11,100,000 2,775,000

DGCK 22,250,000 17,800,000 4,450,000

Package 3 6,717,421 5,373,937 1,343,484

Package 5 15,532,579 12,426,063 3,106,516

TOTAL 178,742,537 129,540,000 49,202,537

Executive Summary

Table 2. Budget Allocation for Component 2




Items Total Loan IBRD

APBD/N

Sharing

Bilateral

Grant USD USD USD USD

Supervision Consultant 10,100,000 10,100,000 - -

Flood Management Information System 500,000 - - 500,000

Panel of Experts 500,000 - 500,000 -

Resetlement Cost (DKI Jaya) 2,800,000 - 2,800,000 -

Total Component 2 13,900,000 10,100,000 3,300,000 500,000

Total Project Cost (Comp 1+2) 192,642,537 139,640,000 52,502,537 500,000

Executive Summary

Table 3. Contract Amount by Packages (in million IDR)




Executing Agencies/

Packages Contract Amount Loan APBN/D Sharing

DKI Jakarta 284,180,000,000 190,400,600,000 93,779,400,000

Package 1 284,180,000,000 190,400,600,000 93,779,400,000

Package 4 - - -

Package 7 - - -

DGWR 334,965,463,260 267,972,370,608 66,993,092,652

Package 2A 260,000,000,000 208,000,000,000 52,000,000,000

Package 2B 74,965,463,260 59,972,370,608 14,993,092,652

Package 6 - - -

DGCK 208,214,431,000 166,571,544,800 41,642,886,200

Package 3 68,514,386,000 54,811,508,800 13,702,877,200

Package 5 139,700,045,000 111,760,036,000 27,940,009,000

TOTAL 827,359,894,260 624,944,515,408 202,415,378,852

Executive Summary

Figure 4. Financial Progress (in billion IDR)

-

50

100

150

200

250

300

Package 1 Package 2A Package 2B Package 3 Package 5

163.6 148.6

33.9

19.8 22.2

208.7 201.5

54.9 54.0

32.9

284.2

260.0

75.0 68.5

139.7

Disbursed Disbursement + Un-disbursement Contract Amount




Executive Summary

Table 4. Volume of Dredge Material of On-going Packages

* Based on the latest addendum




Package Sign Date Notice to

Proceed

Period

Volume (thousand m3)

Weight Garbage Sludge

Garbage +

Sludge

(days) (m3) (m3) (m3) (%)

Package 1 Nov 26,2013 Dec 02,2013 730 2.8 165.6 168.4 8.3

Ciliwung-Gn. Sahari 1.5 85.1 86.6 4.2

Waduk Melati 1.4 80.5 81.9 4.0

Package 2A Nov 11,2013 Nov 11,2013 730 18.8 1,007.3 1,026.1 50.4

Package 2B Nov 11,2013 Nov 11,2013 730 20.0 513.7 533.7 26.2

Package 3 Nov 15,2013 Nov 15,2013 730 0.8 48.4 49.2 2.4

Package 5 Sep 3,2014 Sep 3,2014 730 6.2 253.0 259.2 12.7

Tanjungan Drain 0.0 11.2 11.2 0.6

Lower Angke Drain 6.2 241.8 248.0 12.2

T O T A L 48.7 1,988.0 2,036.7 100.0

Executive Summary

Table 5. Progress of Dredging Works (on-going packages)




Package Trip of

Truck

Volume (thousand m3)

Garbage Sludge Garbage + Sludge

Package 1 8,072 - 149.2 149.2 88.6%

Ciliwung-Gn.Sahari 4,290 - 78.2 78.2 90.3%

Waduk Melati 3,782 - 71.0 71.0 86.7%

Package 2A 42,390 - 711.7 711.7 69.4%

Package 2B 19,377 - 334.2 334.2 62.6%

Package 3 209 - 3.6 3.6 7.3%

Package 5 - - - - -

Tanjungan Drain - - - - -

Lower Angke Drain - - - - -

T O T A L 70,048 - 1,198.7 1,198.7 58.9%

Executive Summary

Figure 5. Schedule and Progress of Construction Works (%)

0 10 20 30 40 50 60 70 80 90

Package 5

Package 3

Package 2B

Package 2A

Package 1

13.0

81.9

74.0

66.3

72.4

13.6

78.8

73.3

77.5

73.4

Progress Schedule




Issues

1. Package 1 – Ciliwung-Gunung Sahari and Waduk Melati

a) At waduk Melati, additional work will include railing to be installed around the waduk (original contract for installing fencing was deleted during MC 0).

b) Construction of Waduk Melati pump (4 m3/s) has tight work schedule c) At Gunung Sahari drain, several several need to be completed such as

gaps between embankment edge and bridges, U-ditch along the right bank and side walk along Jl. Gunung Sahari DKI request to heighten thje side walk as it plans).

2. Package 2A – Cengkareng Floodway

a) Embankment work at both sides of the floodway between bridges at STA 2+250 – STA 2+500 has not been started yet. Contractor propose using stone masonry rather than piles for the reason of working space limitation.




Issues

b) At STA 3+400 – STA 5+050, there are several missing portion (gaps) on the presence of road crossings and culverts.

c) Remedial works have not been started . d) Water intake at Kembangan (PAM) is not relocated yet.

3. Package 2B – Lower Sunter Floodway

a) Temporary disposal using barges is still not being used.

4. Package 3 – Cideng-Thamrin Drain

-

5. Package 4 – Sentiong Sunter, Waduk Sunter Utara, Waduk Sunter Selatan and Waduk Sunter Timur III

a) Bid opened on March 24, 2015. PT. Adhi Karya has the lowest bidding price of 296.9 billion IDR




Issues

6. Package 5 – Lower Angke and Tanjungan Drain

a) Not sufficient storage space available for CCSPs and heavy equipment (such as crane) at Lower Angke Drain.

b) DKI proposed a detention basin between Tanjungan drain and Kamal. c) Complaint from community to widen Tanjungan drain from 10 up to

14 m.

7. Package 6 – Banjir Kanal Barat (BKB)and Upper Sunter

a) Dredge from Karet to river mouth proposed to add to Package 6. b) Bidding is delayed due to LARAP.

8. Package 7 – Grogol Seketaris, Pakin, Kali Besar, Jelakeng and Krukut

a) Bid opened March 10, 2015. PT. Waskita Karya has the lowest bidding price of 226.8 billion IDR.




Issues

9. LARAP a) Houses and buildings along upper Sunter Floodway (Package 6) in

Kayu Putih village of Pulo Gadung sub-district have been demolished by DKI Jaya Government. PAPs of JUFMP/JEDI located on Jatinegara Kaum were not affected by the demolition.

b) Due to problem at Lower Angke Muara, Dinas Tata Air DKI modify embankment work at Kel. Kapuk Muara to stone masonry in stead of piles.

c) LARAP reports for Sentiong Sunter, Waduk Sunter Utara and Waduk Sunter Selatan were prepared and second socialization is planned.

10.Construction Supervision Consultant a) Staff of site offices have faced difficulties due to shortage of

transportation (mainly motor cycles). b) Overtime payment for enumerators and drivers not yet resolved.





Provincial Government of DKI Jaya World Bank


PACKAGE 1 CILIWUNG-GUNUNG SAHARI DRAIN AND WADUK MELATI

PT. Brantas Abipraya (Persero)

Contractor:




General Information

P I U : DPU - DKI

Contractor : PT. Brantas Abipraya

No Objection Letter : No. JUFMP 1

Letter of Acceptance : No. 14705/-7.793.2

Contract No. : 15380/-1.793.2 dated Nov 26, 2013

Contract Amount : IDR 284,180,000,000 (incl. PPN)

Signed Date : Nov 26, 2013

Notice to Proceed : 15452/-1.793.2 dated Nov 26, 2013

Completion Day : 730 Calendar days

Elapsed Days : 484 days (66.3 %)




Location and Scope of Works

ISTIQLAL MOSQUE

SHEET PILE 4,832 m

Dredging Volume: 86,557 m3

Progress : 78,185 m3 or 90.3% Embankment Repair : 4.600 m

LENGTH OF DREDGING

5,100 m

Ciliwung – Gunung Sahari Drain




Progress

I. Ciliwung-Gunung Sahari Drain 1. Dredging Work

Total volume = 86,557 m3 Progress = 78,185 m3 or 90.3% a) STA 0+500 – STA 5+100 (Upstream of Martadinata Bridge up to

Istiqlal – Pasar Baru) 2. Concrete Work

a) Total concrete = 2,033 m3 Length of concrete work 3,171 m

b) Form work type-B 450 at Ciliwung-Gunung Sahari - STA 0+625 – STA 1+037 (R) Length = 330.7 m - STA 1+050 – STA 1+120 (L) Length = 120.0 m - STA 1+731 – STA 1+997 (R+L) Length = 290.2 m - STA 2+000 – STA 1+900 (R+L) Length= 100 m

c) Reinforcement bar, deformed = 91.04 ton




Progress 3. Pilling Work

a) Furnishing of corrugated pre-stressed concrete pile (CCSP) W-450 i. CCSP W-450 L 12 m = 2,339 units ii. CCSP W-450 L 14 m = 1,573 units iii. CCSP W-450 L 17 m = 1,132 units iv. Square pile 40x40 cm= 392 units

b) Driving of CCSP W-450, total progress CCSP drived = 5,178 units i. Driving of CCSP W-450 L 12 m = 2,442 units

- STA 2+250 – STA 2+450 R = 184 units, L = 165 units - STA 2+600 – STA 2+800 R = 252 units, L = 249 units - STA 2+800 – STA 3+600 R = 780 units, L = 812 units

ii. Driving of CCSP W-450 L 14 m = 1,582 units - STA 0+550 – STA 1+300 R = 11 units, L = 143 units - STA 1+300 – STA 1+600 R = 270 units, L = 178 units - STA 1+700 – STA 2+150 R = 327 units, L = 371 units - STA 2+250 – STA 2+450 R = 144 units, L = 138 units

iii. Driving of CCSP W-450 L 17 m = 1,154 units - STA 0+550 – STA 1+300 R = 588 units, L = 566 units




Progress

4. Miscellaneous Work a) Demolishing and disposal of existing concrete, total = 12.82 m3 b) Demolishing and disposal of existing stone masonry, total = 2,488 m3

- STA 1+700 – STA 2+700 = 1,157 m3

- STA 0+500 – STA 1+650 = 1,331 m3





WADUK MELATI

Waduk Melati

Dredging volume : 81,878m3

Progress = 71,015 or 88.2% Embankment Repair : 4,150 m (sheet piles)

Embankment Protection =

4,150 m

Area of dredging 4.9 ha




Progress

II. Waduk Melati

1. Dredging Work Total volume = 81,878 m3 Progress = 71,015 m3 or 88.2%

- STA 0+000 – STA 0+550

2. Concrete Work a) Total concrete = 570.25 m3, length = 1,229 m b) Form work at Waduk Melati c) Reinforcement bar, deformed = 30.95 ton

3. Pilling Works a) Furnishing of corrugated pre-stressed concrete pile (CCSP) W-450

i. CCSP W-450 L 10 m = 959 units ii. CCSP W-450 L 12 m = 249 units iii. CCSP W-450 L 14 m = 0 units




Progress

3. Pilling Works

a) Furnishing of corrugated pre-stressed concrete pile (CCSP) W-450 i. CCSP W-450 L 10 m = 959 units ii. CCSP W-450 L 12 m = 249 units iii. CCSP W-450 L 14 m = 0 units

b) Driving of CCSP W-450, total = 1,208 units i. Driving CCSP W-450, L 10 m = 959 units

- STA 0+305 – 0+427 R = 608 units, L = 351 units ii. Driving CCSP W-450, L 12 m = 249 units

- STA 0+250 – 0+305 R = 3 units, L = 246 units iii. Driving CCSP W-450, L 14 m = 0 units

4. Miscellaneous Work

a) Demolishing and disposal of stone masonry, total = 1,021 m3 - STA 0+250 – STA 0+700 Right = 541 m3

- STA 0+200 – STA 0+600 Left = 480 m3

Package 1. Ciliwung-Gn Sahari Drain and Waduk Melati

Figure 1.1. Progress of Dredging and Disposal Work (thousand m3) May 2014-Mar 2015




0.1 0.1 0.1 2.3

27.3

55.8

81.3 97.6

116.6 132.3

149.2

0

20

40

60

80

100

120

140

160

May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15

0 2

6 10

14

19 23

29

36

44

51

58

65

72

77

72

3 4 6 9

15 20

30

37

43

53

58

62 67

69 71

73

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90


Figure 1.2. Schedule and Progress of Construction Work (%) Dec 2013-- Mar 2015




Schedule Progress


Figure 1.3. Financial Progress (in billion IDR)




163.6

58%

45.1

16% 75.5

26%

Disbursed Undisbursed Remaining

Contract Value = 284.2



Contractor:

PACKAGE 2A CENGKARENG FLOODWAY

Adhi Karya-Hutama Karya-Jaya Konstruksi JV



General Information

P I U : BBWS Ciliwung-Cisadane, DGWR

Contractor : Adhi Karya-Hutama Karya-Jaya Konstruksi (JV)

No Objection Letter : No. JUFMP/107 dated Sep 7, 2013

Letter of Acceptance : No.KU.03.01/PPK SP-SNVT PJSA CC/XI/310.1 dated Nov 6, 2013

Contract No. : HK.02.03/PPK SP-SNVT PJSA CC/XI/315.4 dated Nov 11, 2013

Amendment IV : IDR 260,000,000,000 incl. 10% tax

Amendment II : IDR 234,627,368,750 incl. 10% tax

Original Contract : IDR 209,808,000,000 incl. 10% tax



Elapsed Days : 505 days (69.2%)




Location and Scope of Works Ministry of Pablic Works and Housing World Bank


Sta 7+800

Sta 6+750

Sta 5+000

Sta 3+750

Replacement of Water Gates Sta 4+500

Sta 5+875

W : 325 ; B : 1000 L : 14 meter

KAPUK PULO BRIDGE

KEMBANGAN BRIDGE

KAPUK RAYA

DREDGING WORK

Target Length = 8,380 m

Volume=1,026,125 m3 Finished Length = 4+700 m

Volume= 711,684 m3

PILLING WORK Target Length = 5,700 m

CCSP W-325 = 5,700 units

Pile 30x30 = 1,425 units Finished Length = ……... m

CCSP W-325 = 5,703 units

Pile 30x30 = 1,203 units

PILLING WORK

Length = 4,600 m

CCSP W-325 = 110,699 units

Pile 30x30 = 390,000 units

PILLING WORK Target Length = 2,100 m CCSP W-325 = 2,100 units Pile 30x30 = 525 units

Finished Length = 1,000 m CCSP W-325 = 1,071 units Pile 30x30 = 175 units

Cengkareng Floodway


Progress Ministry of Pablic Works and Housing World Bank


1. General Items a) Preparation works b) Temporary access road c) Environmental test d) Environment monitoring and management e) Temporary storage area f) GPS vehicle tracking system (monitoring system) + server g) Rent of weight bridge

2. Dredging Work a) Total volume = 1,026,125 m3 Progress = 711,684 m3 (69.4%)

- STA 7+800 – STA 6+650

- STA 5+000 – STA 1+200

- STA 1+200 – STA 0+500

b) Rent of equipment for spreading on dumping area at CDF Ancol




3. Concrete Work a) Concrete capping beam, total = 2,292.1m3

- STA 2+100 – STA 1+359 R = 260.7 m3 - STA 5+000 – STA 2+500 R = 800.5 m3 - STA 7+700 – STA 6+531 R = 352.0 m3

- STA 5+000 – STA 2+500 L = 793.1 m3 - STA 7+700 – STA 7+280 L = 85.8 m3

b) Concrete back pile 50x50x50 cm = 1,203 units = 150.30 m3

- STA 5+000 – STA 2+500 R = 601 units = 65.12 m3 - STA 5+000 – STA 2+500 L = 602 units = 68.75 m3 - STA 2+208 – STA 1+359 R = 222 units = 27.75 m3

- STA 7+700 – STA 6+531 R = 310 units = 28.75 m3

c) Concrete walling steel = 86 m3

- STA 5+000 – STA 2+500 R = 550 units = 41 m3

- STA 5+000 – STA 2+500 L = 500 units =45 m3




4. Pilling Work a) Furnishing of CCSP, total = 8,057 units

i. CCSP W-325 A, L 12 m, total = 5,162 units ii. CCSP W-325 B, L 14 m, total = 2,567 units iii. CCSP W-325 B, L 15 m, total = 55 units iv. CCSP W-450 A, L 18 m, total = 273 units

b) Furnishing of concrete back pile 30x30, total = 2,064 units i. L 10 m, total = 1,656 units ii. L 12 m, total = 408 units

c) Driving of CCSP, total = 8,098 units - STA 5+000 – STA 2+500 at R W-325 A L 12 m, total = 1,194 units - STA 5+000 – STA 2+500 at R W-325 B L 14 m, total = 1,212 units - STA 5+000 – STA 2+500 at L W-325 A L 12 m, total = 1,632 units - STA 5+000 – STA 2+500 at L W-325 A L 12 m, total = 760 units




c) Driving of CCSP total = 7,576 units (cont.) - STA 2+515 – STA 2+361, R W-325 B L 15 m, total= 146 units - STA 2+200 – STA 1+206, L W-325 A L 14 m, total = 603 units - STA 2+200 – STA 1+206, L W-325 A L 15 m, total = 55 units - STA 2+200 – STA 1+206, L W-450 A L 18 m, total = 300 units - STA 7+700 – STA 6+531, R W-325 A L 12 m, total = 1,114 units - STA 7+700 – STA 6+522, L W-450 A L 12 m, total = 1,082 units

d) Driving back pile 30x30 cm, total = 1,842 units

- STA 5+000 – STA 2+500 at R L 10 m = 427 units, L 12 m = 129 units - STA 5+000 – STA 2+500 at L L 10 m = 603 units - STA 7+700 – STA 6+812 at L L 10 m = 310 units - STA 7+700 – STA 6+674 at L L 10 m = 151 units - STA 2+205 – STA 1+206 at R L 10 m = 22 units, L 12 m = 192 units - STA 2+361 – STA 2+393 ar R L 12 m = 8 units

Package 2A. Cengkareng Floodway

Figure 2A.1. Progress of Dredging and Disposal Work (thousand m3) Mar 2014-- Mar 2015




13.7 29.4

67.1 92.8

123.4 134.7

182.5 246.7

377.4 457.5

530.1 605.5

711.7

0

80

160

240

320

400

480

560

640

720

800


Figure 2A.2. Progress of Dredging and Disposal Work (thousand m3) Dec 2014-- Mar 2015




1 3

3

8

17 19

32

38 41

46 49

53

60 62

65 66

11

23 27

29

34 37

40

46 47

54 57

65 66 69

73

78

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

Schedule Progress


Figure 2A.3. Financial Progress (billion IDR)




148.6

57%

52.9

20%

58.5

23%




Contractor:



PACKAGE 2B LOWER SUNTER FLOODWAY

PT. Hutama Karya (Persero)


General Information



P I U : BBWS Ciliwung-Cisadane, DGWR

Contractor : PT. Hutama Karya

No Objection Letter : No. JUFMP/1

Letter of Acceptance : No.14705/-7.793.2

Contract No. : HK.02.03/PPK SP-SNVT CC/XI/315.4

Contract Amount : IDR 65,258,477,570

Amendment I No. : HK.02.03/AMD/PPK SP-SNVT/PJSA CC/II/38.5

Amendment I Amount : IDR 74,965,463,260


Notice to Proceed : Nov 11, 2013


Elapsed Days : 505 days (69.2 %)




Concrete wall

1,000 m

Concrete Wall

400 m

Concrete Wall

400 m

Lower Sunter Floodway




1. General Items

a) Preparation works b) Environment test c) Environmental monitoring and management 2. Dredging works

Total volume = 533,689 m3 , progress = 334,215m3 or 62.6% - STA 0+025 – STA 7+350

3.Concrete works

a) Concrete type-A (K-225), total= 1,998 m3

- STA 7+263 – STA 6+933 = 400 m3 (Jul, 2014, Kodamar) - STA 6+911 – STA 6+758 = 185 m3 (Jul, 2014, Kodamar) - STA 6+758 – STA 6+614 = 261 m3 (Aug, 2014, Kodamar) - STA 6+614 – STA 6+398 = 45 m3 (Sep, 2014, Kodamar)




3. Concrete works

a) Concrete type-A (K-225), total= 1,998 m3 (continued)

- STA 6+407 – STA 6+442 = 58 m3 (Nov, 2014, Kodamar) - STA 7+855 – STA 7+902.82= 69 m3 (Dec 2015, Kodamar) - STA 5+775 – STA 6+357 = 63 m3 (Jan, 2015, Rumah Pompa) - STA 4+277 – STA 4+645 = 453 m3 (Feb 2015, Saingon)

- STA 5+775 – STA 6+357 = 170 m3 (Feb 2015, Rumah Pompa)

- STA 7+885 – STA 8+170 = 294 m3 (Feb 2015, Pedongkelan)

b) Formwork type A2 = 4,083 m2

c) Reinforcement bar, deformed = 87,305 kg d) Lean concrete t = 10 cm, total = 149 m3

e) Graded sand fill t = 10 cm, total = 149 m3

f) Stone masonry, total = 278 m3 - Parapet wall STA 6+300 – STA 7+241 = 35 m3 (Jan, 2015) - Parapet wall STA 6+096 – STA 5+880 =243 m3 (Feb, 2015)




4. Pilling works

a) Furnishing of concrete pile 20x20x400 cm, total = 3,600 units = 14,400 m

b) Driving of concrete pile 20x20x400 cm, total = 2,961 units = 12,744 m - STA 6+924 – STA 7+263 Left = 668 units (Jun 2014) - STA 6+911 – STA 6+375 Left = 918 units (Aug 2014) - STA 7+885 – STA 8+170.5 Left = 410 units (Oct 2014) - STA 6+100 – STA 6+233 Left = 267 units (Nov 2014) - STA 4+277 – STA 4+644 Left = 698 units (Feb 2015)

Package 2B. Lower Sunter Floodway

Figure 2B.1. Progress of Dredging and Disposal Work (thousand m3) Mar 2014-- Mar 2015




3.0

16.8

47.6

57.3

68.0

81.3

126.8

185.0

243.6 282.7

306.5

314.2

334.2

0

50

100

150

200

250

300

350

400


Figure 2B.2. Schedule and Progress of Construction Work (%) Dec 2014-- Mar 2015




0 2

5 9

13 17

23

29

37 37

44

51

58

64

68

74

13 13 14 18

24 27

31

37

42 44

47

56 59

65 68

73

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

Schedule Progress


Figure 2B.3. Financial Progress (billion IDR)




33.9

45%

21.0

28% 20.0

27%


Contract Amount = 75.0


Contractor:



PACKAGE 2B LOWER SUNTER FLOODWAY

PT. Hutama Karya (Persero)

PACKAGE 3 CIDENG THAMRIN DRAIN

PT. Dutaraya Dinametro

Contractor:

General Information




P I U : Directorate of Environmental Sanitation Development, Directorate General Human Settlement, Ministry of Public Work and Housing

Contractor : PT. Dutaraya Dinametro

No Objection Letter : No. JUFMP-3

Contract No. : HK.02.03/JUFMP-FSK/XI/1

Contract Amount : IDR 62,324,785,000 (Addendum 2)

IDR 48,747,011,000 (Original Contract)


Notice to Proceed : Nov 15, 2013






Reinforced Concrete Block

EXISTING

SHEETPILES

NEW SHEETPILES

SUB MACRO

DRAIN

Cideng – Thamrin Drain




1. General Items a) Preparing works b) Environment test c) Environment monitoring and management

2. Dredging Work Total volume = 49,224 m3, progress = 3,598 m3 or 7.3% - STA CT-30 – CT-31, volume = 429 m3 - STA CT-4 – CT-7 , volume = 3,169 m3

3. Concrete Work, total = 898.8 m3 = 2,157.12 m a) Concrete Capping beam, total = 1,680 m3 = 700 m

- STA C-14 – C-18+27 = 94.17 m3 = 226 m, left and right - STA C-19 – C-25 = 122.08 m3 = 293 m, left and right - STA C-25+31 – C-26+15 = 20.00 m3 = 48 m, left and right - STA C-26+25 – C-27+25 = 22.08 m3 = 53 m, left and right - STA C-27+35 – C-32+22 = 43.33 m3 = 104 m, right - STA C-27+35 – C-32+22 = 48.33 m3 = 116 m, left




4. Pilling Works

a) Furnishing of corrugated pre-stressed concrete pile i. Furnishing CCSP W-325 L = 14 m, total = 602 units ii. Furnishing CCSP W-350 L = 16 m, total = 1,524 units

b) Driving of CCSP W-325 L = 14 m, total = 602 units - STA C-14 – C-20, left = 301 units, right= 301 units

c) Driving of CCSP W-350 L = 16 m, total = 1,524 units - STA C-20 – C-28, left = 318 units, right = 319 units - STA C-30 – C-28, left = 136 units, right = 136 units - STA CT-1 – CT-2, left = 71 units, right = 70 units - STA CT-3 – CT-7, left = 233 units, right = 241 units




4. Pilling Works

d) Driving of 6” Pipe 10 m under Bridges

Total target = 18,960 m = 1,896 pipes = 474 m Progress = 5,900 m = 590 pipes = 147 m - STA C-25+8 – C-25+21 Left = 50, Right = 52 pipes = 25.50 m - STA C-13+38 – C-14 Left = 16,Right = 36 pipes = 13.00 m - STA C-26+21 – C-26+26 Left = 16, Right =14 pipes = 7.50 m - STA C-27+28 – C-27+34 Left = 20, Right = 20 pipes = 10.00 m - STA C-28+10 – C-28+20 Left = 29, Right = 0 pipes = 7.25 m - STA C-30+41 – C-31+31 Left = 96, Right = 63 pipes = 39.75 m - STA C-32+28 – C-32+33 Left = 10, Right = 7 pipes = 4.25 m - STA CT-1 – CT-3 Left = 42, Right = 42 pipes = 21.00 m

Package 3. Cideng Thamrin

Figure 3.1. Schedule and Progress of Construction Work (%) Dec 2013-- Mar 2015




5 5 3 6 10

13 16

20

25

33

41

47

62 62

71

82

0 0

5

11 15

21

26

34

41

48

63 62 64 64

72

79

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

Schedule Progress

Package 3. Cideng Thamrin Drain

Figure 3.2. Financial Progress (billion IDR)




19.8

29%

34.2

50%

14.5

21%


Contract Amount = 68.5


Ministry of Pablic Works and Housing World Bank


PACKAGE 5 TANJUNGAN DRAIN AND LOWER ANGKE DRAIN

PT. SAC Nusantara and PT. Penata Karya Utama (JO)

General Information




P I U : Directorate of Environmental Sanitation Development, DGHS, MoPW

Contractor : PT. SAC Nusantara and PT. Penata Karya Keluarga Utama (JO)

No Objection Letter : -

Letter of Acceptance : No.KU.03.01/JUFMP/02/VIII/2014

Contract No. : HK.02.03/JUFMP-FSK/IX/2

Contract Amount : IDR 139,700,045,000 (incl. Tax)

Signed Date : Sep 3, 2014

Notice to Proceed : -







LENGTH OF DREDGING

600 m SHEET PILE 1,092 m

Dredging : 11,210 m3

Embankment Repair: 1,092 m

TANJUNGAN DRAIN





SHEET PILE 248 m

LENGTH OF DREDGING

4,050 m

RETAINING WALL 573 m

Dredging : 241,800 m3

Embankment Repair : 821 m

LOWER ANGKE

DRAIN





I. General Items 1. Preparing works 2. Environmental test 3. Environment monitoring 4. Socialization of works at Kelurahan Pejagalan, Kecamatan

Penjaringan dan Kelurahan Kedaung Kali Angke, Kecamatan Cengkareng.

II. Tanjungan Drain

1. Pilling Works a) Furnishing of corrugate pre-stressed pile (CCSP)

i. CCSP W-500 L 16 m, total = 400 units ii. CCSP W-500 L 14 m, total = 600 units iii. Concrete square pile 0.3x0.3 m, L 10 m, total = 50 units





b) Driving of CCSP W-500 L 14, total = 559 units - STA TJ.38 – STA TJ.36 at right = 98 units, at left = 91 units - STA TJ.35 – STA TJ.34 at right = 48 units, at left = 49 units - STA TJ.33 – STA TJ.32 at right = 47 units, at left = 49 units - STA TJ.30 – STA TJ.28 at right = 91 units at left = 86 units

c) Driving CCSP W-500 L 16, total = 376 units - STA TJ.36 – STA TJ.35 at right = 47 units, at left = 48 units - STA TJ.34 – STA TJ.33 at right = 47 units, at left = 48 units - STA TJ.32 – STA TJ.30 at right = 93 units, at left = 93 units

2. Concrete Works a) Concrete type A (K-225)

- Capping beam at STA Tj.37 - STA TJ.36 at left = 43.2 m3

2. Miscellaneous Work a) Rehabilitation of access bridge to Tanjungan Pump Station.

Package 3. Tanjungan Drain and Lower Angke Drain

Figure 5.1. Schedule and Progress of Construction Work (%) Oct 2014-- Mar 2015




0.63

2.32

3.47

5.54

9.27

13.00

0.39

3.11

8.97

10.14

13.01

13.58

0

5

10

15

Oct 14 Nov 14 Dec 14 Jan 15 Feb 15 Mar 15

Schedule Progress


Figure 5.2. Financial Progress (billion IDR)




22.2

16%

10.7

8%

106.8

76%



Photo Gallery

Package 1. Ciliwung–Gn. Sahari Drain and Waduk Melati




Dredging under bridge using suction pump at STA 1+700

Concrete work at STA 2+700

Photo Gallery





STA 1+500( Trimaran): CCSP driving at the high voltage cable location (sutet).

STA 1+200( Trimaran): Temporary mud disposal for the drying

Photo Gallery





STA 2+400(Tol Sediyatmo): CCSP driving is doing near the tol bridge

STA 4+000 (Kp. Ambon): Concreting work for the canal steel (walling )

Photo Gallery





Photo Gallery




Package 3. Cideng – Thanrin Drain

Photo Gallery





Rehabilitation of acces bridge to Tanjungan Pump Station

Concrete Works at Tanjungan Drain

Photo Gallery





Dredging work at Tanjungan drain Socialization

laporan bulan maret jufmp/jedi 2015 (monthly report march 2015) - power point

Documents

jufmpjedi project

project management

consultant services

project component

housing world bank

construction of embankment

world bank addendum

flood retention basins